Enhancing the Seismic Performance of Precast RC Frames with Cladding Panels through Setting U-Shaped Dampers and Rocking Walls

Table 2

22 ground motions recommended in [26].

Number	Earthquake	Year	Component	Magnitude (M)	PGA (m/s^2)
1	Friuli, Italy-01	1976	A-TMZ270	6.50	2.93
2	Imperial Val.-06	1979	H-DLT352	6.53	3.44
3	Imperial Val.-06	1979	H-PTS315	6.53	2.00
4	Superst. Hills-02	1987	B-IVW360	6.54	1.82
5	Loma Prieta	1989	G03090	6.93	3.60
6	Loma Prieta	1989	HDA165	6.93	2.07
7	Loma Prieta	1989	HSP000	6.93	3.63
8	Landers	1992	CLW - TR	7.28	3.04
9	Landers	1992	JOS090	7.28	2.78
10	Landers	1992	YER270	7.28	1.65
11	Northridge-01	1994	LOS270	6.69	4.72
12	Northridge-01	1994	ORR090	6.69	5.57
13	Northridge-01	1994	STM090	6.69	7.38
14	Kobe, Japan	1995	KAK090	6.90	3.38
15	Kobe, Japan	1995	SHI000	6.90	2.38
16	Duzce, Turkey	1999	BOL090	7.14	8.06
17	Chichi, Taiwan-05	1999	TCU029-N	7.62	1.97
18	Chichi, Taiwan-05	1999	TCU070-E	7.62	2.50
19	Chichi, Taiwan-05	1999	TCU095-E	7.62	3.35
20	Wenchuan	2008	UA0097	8.00	4.59
21	Wenchuan	2008	UA0103	8.00	2.79
22	Wenchuan	2008	UA0196	8.00	3.23